HomeMy WebLinkAboutFIBERGLASS DOOR UNITjh1 MASQNITE.
FIBERGLASS DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES '
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ),
HURRICANE PROTECTIVE SYSTS�REQ ED.
3. WVENgINSTA 291y11WH WIND, BORNE DEBMS REGION,.
HURRICANE�;P.ROTECTIVEfSYSTEM (SHIT17ER5);' IS: REQUIR
le> yam»
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84,
I' 5. PLASTICS TESTING:
SELF IGNITION TEMP. ....ASTM
D1928
752 'F > 656 'F
842 'F > 650 'F
'.RATE OE..BURNING-
'ASTM 0635
1 0.56 IN MIN-
- 1.28 IN`:MIN
SMOKE DENSITY
ASTM 02843
153.4%
70.29.
TENSILE STRENGTH-
ASTM D638
1 3.2% OFF I
1,8% DIFF
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TCCT nF ralvnnu ncclrll-
SELF.. IGNITION TEMP
'. A %D1929
779 'F > 650 'F
�RATE.'OF.BURNING
`ASTM D635��
0.0 I MIN
SMOKE DENSITY
ASTM D2843
, 39.0%
TENSILE STRENGTH-
ASTM D638
I 3.6% DIFF
—MrA I1Y0 ICNJILC ZIMNGIH A6ILK WLAIrILKINU
4500 HOURS XENON ARC METHOD 1
•
SINGLE DOOR UNIT DOUBLE_QR UNIT
ST. Lucie
SINGLE DOOR. UNIT .SINGLE -DOOR UNIT'
WITH SIDELfTE WITH SIDELITE
IC
rFfN►—{--� 144' MAX. OVERALL FRAME WIDTH
21" MAX V ' 36.375" MAX.
D.L.O. PANEL WIDTH
W/ASTRAGAL
(FF. I••: .Tffn Agir)TWIM
Vio
37.5" MAX,
FRAME WIDTH
•- i
KURT BALTHAZOR
FLORIDA P.E.
#56533
SCAM, N.T.S.
owc. elr: SWS
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3'
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SEE DETAL-
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#8 x 2" #10 x 5/8".
#10 x 5/8 , QEFT I► "E" ASTRAGAL.
#8 x 2" #10 x i° ATTACH ASTRAGAL RETAINER BOLT
'. #i0 x 2-1/2 #10 x 1" STRIKE PLATE TO FRAME
AS SHOWN.
#10 x 5/8,
DETAIL "C"
DETAIL "D"
1 0.962 I
1.375" L
T T
INSWING THRESHOLD BUMPER O/S THRESHOLD
I 1 1 1
1.482" 1.75" ��l 1.437'
T T T
- 7=SERIESSERIESO/S�H�ES�OLDp/STHRESHOLD _HIGH DAM O/S THRESHOLD T4 O/S THRESHOLD
N ,
M�
nn
EE DETAIL
ro
1
6'
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
..iiigr
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
E1A4f0mm I.. —.mu• mv. � —=e MP.
lox +-+/Y ms /e x �• ms
MAMMM
InEffim
TYPICaiQLAZIN '-DETAIL ALTERNATE ING DETAIL
NON —IMPACT GLASS NON —IMPACT GLASS
AddordurnloNAMI ■ /'�
CatifieationNo�, /J
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SEE DETAIL
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Iit�le
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
# 10 WOOD SCREWS, 1 /4" TAPCONS, AND # 10 TEK SCREWS.
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2".
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE
DISTANCE MIN 1/2".
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE
L 3-
to
0
pp N
laj I d'
U
a SEE DETAIL
m 'D" SHT. 2
(2
Ld
O �
a � G
3'
. HARDWARE SCHEDULE
:1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5.-1/2" CENTERLINE. -
1.2N" > . ;; ; ' • • 2. 4" X 4" FULL MORTISE BUTT HINGES.
—
1"X7/2" CORRUGATED #10XY WOOD SCREW
M 3' FROM EACH END 6' FROM EACH END
1.25" b ., 1 .. AND 7" OC AND 12" OC
CL —� �." . MIN ..
— 0.25"
HAM AC. IC
CAULK
TYPICAL MASONRY CL -I I- ! Ac�R lc
ANCHOR INSTALLATION " -
cauLK a
1 X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
1.50"T— ANCHOR INSTALLATION p� MULLION (BOXED) MULLION (BOXED)
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN .t_ MAXX" (%gl X2-1/2" (4 t0X2-1/2"
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM EACH SCREWS DESCREWS
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE cl-� �_
MINIMUM EMBEDMENT OF 1-1/4".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO `�'
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK
-5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW
- - - - - - - - - - - -- - - - - -MULLION-(CHS)- _ _ MULLION -(CHS)
Q cc
Oco
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ul
�Q
cL T
LoIn
U
BY.-
L. Roberto Lomas P.E.
1432 Woodfoid Rd. Manufacturer Masonite
Lewilwlle, NC 27023 Report # 514012A
434-688-0609 Date: 10/10/2017
diomasna-Irlomaspe.com
Test Report. N/A
' Product: Double Door with and without sidelites 12'x68" (composite frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ & w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw
(NOS 2012, NOS 2015, TR12)
Nominal diameter: D:
0.190 in
Gap:
g: 0.0000 in
Root diameter: Or:
0.152 in
Moment arm:
0.0000 in
Minimum required penetration: p:
1.140 in
Screw bending yield strength:
Fvb = 80,000 psi,
Side member: PVC
Main member: Spruce -Pine -Fr (S--0.42)
Side member thickness: t,=
1.000 in
Main member thickness:
t = 1.500 in
Side member dowel bearing strength: F. =
10,000 psi
Main member dowel bearing strength:
Fes, = 3,350 psi
Side member dowel bearing length: I, =
1.000 in
Main member dowel bearing length:
Im = 1.140 in
Mode j.. Made I,
Made 17
Made III Mode III,
Mode IV
qm=
636.5lbs/in qs= 1900lbs/in
A: 0.0005
A; 0.00066 A:
O.OD092
A: 0.00105
P
725.61 Ibs P = 1900 Ibs
B: 1.07
8: 0.57 B:
0.5
8: 0.000
Ko =
2.400 Ka = 2.400
C:-681.799
C.-253.623 C:
-521.824
C: -93.6
4=
302 Ibs Z,= 792 Ibs
P= 510 Ibs
Ms= 46.8 in-Ibs Mm=
46.8 in-Ibs
Ko = 2.400
P = 324 Ibs P =
529 Ibs
P = 299. Ibs
Min. Design value: Z= 125 Ibs
Z= 212 Ibs
Ka = 2AOO Ko =
2.400
Kb = 2.400
Duration Factor: Co = 1.6
Z= 135 Ibs Z=
221 Ibs
Z= 125 Ibs
Allowable Design Value tZCo): Z.=
199 Ibs/anchor
-
iFastener type: 1/4 ITW Tapcon
Tabulated values
N.O.A.16-1222.06
C*
I Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
spaeirg
(in)
Actual C To C spacing: 3.00 in
Allowable Design Value: Zl l= 155 Ibs/anchor (per
Interpolation when needed)
Fastener type: #10 Self topping screw
(Calculations per 2015 Aluminum Design Manual, section J.5.5)
Nominal screw diameter: D: 0.190 in
Screw root area. A, 0.0151 in'
Actual edge distance: de: 1.085 in
Screw shear ultimate strength: F„ 54.0 ksi
Per table J3.2 of 2010 steel Construction Manual 14th Edition
Side member material: Vinyl PVC
Main member material: 6063-T5 aluminum
Thickness: ti 1.000 in
Thickness t2 0.052 in
Ultimate tensile strength: FtW . 14 ksi
Ultimate tensile strength: Ftv2 22 ksi
Nominal strength per bearing (side member): Rn = 20tiFto
Rnl = 5320 ibs (Eq J.5-12)
Nominal strength per bearing (main member): Rn = 20t2Ft 2
Rn2 = 435 Ibs (Eq J.5-12)
Nominal strength per tilting: Rn = 4.2(t23D)V2Ft 2
Rn = 478 Ibs (Eq J.5-13)
Nominal screw shear strength: Rn = ArFa/1.25
Rn = 654 Ibs (Eq J.5-14)
Safety factor: o = 3
Allowable shear and bearing capacity: - Pm 145 Ibs/anchor
Fastener type: #10 Self tapping screw
Nominal screw diameter: D: 0.190 in
Screw root area: Ar 0.0151 in'
Side member material: Vinyl PVC
Thickness: tt Woo in
Ultimate tensile strength: F t 14 ksi
Nominal strength per tilting: Rn = 4.2(t23br!7F 2
Nominal strength per bearing (side member): Rn = 2.70t�Fw
Nominal strength per bearing (main member): Rn = 2.7Dt2F 2
Nominal screw shear strength: Rn = Arl` ,/1.25
Safety factor: o = 3
vable shear and bearing capacity: Pm 218 Ibs/anchor
(Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1)
Screw shear ultimate strength: F. 54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Main member material: Metal framing
Thickness t2 0.0-
Ultimate tensile strength: F 2
Rn = 1001 Ibs (Eq E4.3.1-1)���
Rn1= 7182 Ibs (Eq E4.3.1-2 and -4) �, ����c a 'a • 'ram
Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5)
Rn = 654 Ibs
Minimum anchor capacity: 145 Ibs/anchor
Note: An with the least capacity is used for calculations to qualify anchors with higher capacity.
Luis R. Lomas P.E.
FL No.: 62514
i of 4 10/10/2017
L. Roberto Lomas P. E.
1432 woodlo� Rd. Manufacturer. Masonite
LewisW7le, NC 27023 Report#: 5140M
434-688-0609 Date: 10/10/2017
rilomasla?Irlomasoe.com
Anchor calculations, minimum required anchors
36.38 36.38 Desian pressure: 60.0 Dsf
79.25
72.75
1
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
t
IY_
Y_
Al
�Y
j
79.25
Al
A4
A4
Al
i
147.75'
I
Zone
Area
(ft2)
Load
(Ibs)
Ind,
(In)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q
Load
Obs)
Al
2.3
138
N/A
N/A
145
1 1
138
OK
AZ
7.7
463
6.00
21.00
145
593
OK
A3
7.7
463
N/A
N/A
145.
41
116
OK
Zone
Area
Z
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
I Qty
Load
Obs)
Al
2A
146
N/A
N/A
145
2
73
OK
AZ
7.9
473
6.00
21.00
145
5
95
OK
A3
7.8
468
N/A
N/A
145
4
117
OK
A4
2.3
138
N/A
N/A
145
1
138
OK
A5
7.7
463
1 N/A
I N/A
145
4
116
OK
Anchor Locations:
Double door
36.38— - — 36.38
6.00 TYP. 6.00 TYP. 18.19 TYp.
3.00 Tv .
118'
MAX
O.C.
I
I
I
79.25
i
I
I
I
� I
I
I
I
6.00
I
I.
I
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 woodPord Rd. Manufacturer. Masonite
Lewisv#W NC 27023 ReportIt. 514012A
434-688-0609 Date: 10/10/2017
rllornas QnlIrlofnasDe.corn
Double door with sidelites
f
79.25
.00 TYP.
37.50 —
�75 TYP.
6.00 TYP. -
3.00 TYP. �{
36.38
18.19 TYP.
36.38
— 37.50-----�i
}
5.00
i
I
18'
AAx
:)!C.
I
I
I
-
I
6.00
I
Luis R. Lomas P.E.
y FL No.: 62514
3 of 4 10/10/2017
L. Roberto Lomas P. E.
1432 Woodard Rd. Manufacturer. Masonite
Lewisville, NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rllomas al7.lrlomaspe.com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in shear condition:
Solid members w/ 6 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NOS 2012, NOS 2015, T1132)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr. 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fys = 86.000 psi
Side member: Douglas Fir -larch (6=0.50) Main member: Spruce -Pine -Fr (G=0A2)
Side member thickness: t,= 1.0D0 in Main member thickness: %= 1.500 in
I
Side member dowel bearing strength: F. _ -4,650 psi Main member dowel bearing strength: F,,, = 3,350 psi
Side member dowel bearing length: 1, = 1.000 in Main member dowel bearing length: Im = 1.140 in
Mode IIm
Made I,
Mode 11
Mode III,,,
Made III,
Made IV
qm = 636.5 Ibs/in
qs = 884 Ibs/in
A: 0.0007
A: 0.00096
A: 0.00107
A:
0.00135
P = 725.61 Ibs
P = 884 Ibs
B: 1.07
8: 0.57
B: 0.5
8:
0.000
KD = 2.400
Ko = 2.400
C:-427.674
C:-253.623
C:-267.699
C:
-93.6
Z.= 302 Ibs
Z.= 368 Ibs
P = 331 Ibs
Ms = 46.8 in-Ibs
Min = 46.8 in-Ibs
i
KD = 2.400
P = 297 Ibs
P = 319 Ibs
P =
263 Ibs
jMin. Design value:
Z= 110 Ibs
Z= 138 Ibs
KD = 2.400
KD = 2.400
KD =
2A00
Duration Factor:
CD = 1.6
Z= 124 Ibs
Z= 133 Ibs
Z=
110 Ibs
Allowable Design Value (Z6D): Z.=
175 Ibs/anchor
iFastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing Cn)
2.00
4.00
2.00
130
161
4.00
163
202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z..= 155 Ibs/anchor (per Interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note: Anchors with the least capacity Is used for calculations to qualify anchors with higher capacity.
Anchor calculations, minimum required anchors
1 36.38 36.38 Design pressure: 60.0 psf
Al Al
Az l 179.25
72.75
Zone
Area
(ft)
Load
(lbs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
QtY
Load
(Ibs)
A,
2.3
138
N/A
N/A
155
1
138
OK
Az
7.7
463
6.00
21.00
155
5
93
OK
A3
7.7
463
N/A
N/A
155
3
154
OK
37.50 136.38 36.38 37.50 Design pressure: 60.0 psf
--�i- - a--f-� :lac:
�Y'
3 Y
Y
Al
A i
A
�
A
- --- - -- 1
147.75
I
1 of 4
I
I
i
79.25
Zane
Area
(ftZ)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
QtY
Load
Qbs)
A -
2.4
146
N/A
N/A
155--
1
146
OK
AZ
7.9
473
6.00
21.00
155
5
95
OK
A3
7.8
468
N/A
N/A
155
4
117
OK
A4
2.3
138
1 N/A
I N/A
155
1
138
OK
A5
7.7
463
WA
N/A
155
3
154
1 OK
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
I
L: Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville, N6 27023 Report#: 514012A
&34-688-0609 Date: 10/10/2017
rllomla asDlrlomasoe.com
' I
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT -INTO SUBSTRATE WITH 21/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
�. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. INHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
rARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
I
L: Pob'erto Lomas P. E.
1432 Wood( rd Rd. Manufacturer. Masonite
LewiSwft, Nip 27023 Report # 514008A
434-688-0609 Date: 10/10/2017
r
rl IornasO irlornasoe. corn
Anchor locations:
Double door
i 36.3e
6.00 TYP. 6.00 TYP. � —18.19 TYP.
i 3.00 TYP.
I
j
79.25
2 of 4
I
6.00
18'
MAX
O.C.
i-
A
6.00
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
i
L: Roberto Lomas P. E.
1432WoodfordRd.
Manufacturer Masonite
Lewisville, NC 27023
Report #. 514008A
434-688-0609
Date: 10/10/2017
rllomas(a)[domaspe.com
Double door with sidelites
i
6.0
i
3 of 4
I
TYP.
00
T-
6
nnnx
6.Oo
I+---- 37.50 - -
-18.75 TYP.
6.00 TYP. -
3.00 TYP.
- 36.38
18.19 TYP. -�
- — 36.38
37.50 - ---�
c.
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
.I .
L: Roberto Lomas P. E.
1432 Woodror'd Rd. Manufacturer Masonite
Lewiswlle, NC 27023 ReportA 514008A
434-686-0609 Date: 10/10/2017
rllomasAlrlomasoe.com
installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 21/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
4. ALL FASTENERS TO BE CORROSION RESISTANT.
5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOWIFILLED BLOCK PER ASTMC90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI
.052" THICK MINIMUM
6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE
DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN.
7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY
OF THE ARCHITECT OR ENGINEER OF RECORD.
8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.-
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
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Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017